Accuracy and convergence properties of the fixed-stress iterative solution of two-way coupled poromechanics

被引:89
作者
Castelletto, N. [1 ]
White, J. A. [2 ]
Tchelepi, H. A. [1 ]
机构
[1] Stanford Univ, Dept Energy Resources Engn, Stanford, CA 94305 USA
[2] Lawrence Livermore Natl Lab, Atmospher Earth & Energy Div, Livermore, CA USA
关键词
poromechanics; iterative fixed-stress scheme; finite element; multipoint flux approximation; FINITE-ELEMENT METHODS; SEQUENTIAL-METHODS; VOLUME METHOD; FLOW; STABILITY; RESERVOIR; MODEL; APPROXIMATIONS; CONSOLIDATION; SIMULATION;
D O I
10.1002/nag.2400
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The paper deals with the numerical solution of Biot's equations of coupled consolidation obtained by a mixed formulation combining continuous Galerkin finite-element and multipoint flux approximation finite-volume methods. The solution algorithm relies on the recently developed fixed-stress solution scheme, in which first the flow problem and then the mechanical one are addressed iteratively. We show that the algorithm can be interpreted as a particular block triangular preconditioning strategy applied within a Richardson iteration. The key component to the success of the preconditioner is the sparse approximation to the Schur complement based on a pressure space mass matrix scaled by a weighting factor that depends element-wise on the inverse of a suitable bulk modulus. The accuracy of the method is assessed, making use of well-known analytical solutions from the literature. Numerical results demonstrate robustness and low computational cost of the fixed-stress scheme in accurately capturing the two-way coupling between deformation and pressure. Copyright (c) 2015John Wiley & Sons, Ltd.
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页码:1593 / 1618
页数:26
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